Influence of ubiquitiform complexity on fracture energy of concrete

Yibo Ju, Zhuocheng Ou*, Zhuoping Duan, Fenglei Huang

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

1 Citation (Scopus)

Abstract

The crack extension path of concrete materials was simulated numerically based on the non-uniform numerical model of Weibull distribution, and the complexities of various ubiquitiform fracture surfaces were calculated to explore the relationship between complexity and fracture energy. To study the influence of specific crack extension law and fracture mode on the relationship between the complexity and fracture energy, numerical simulation of the crack extension was carried out based on the numerical model with random aggregate distribution, and the reason for the change of the relationship between complexity and fracture energy were discussed.

Original languageEnglish
Article number022059
JournalIOP Conference Series: Materials Science and Engineering
Volume768
Issue number2
DOIs
Publication statusPublished - 30 Mar 2020
Event3rd International Symposium on Application of Materials Science and Energy Materials, SAMSE 2019 - Shanghai, China
Duration: 30 Dec 201931 Dec 2019

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